摘要
在对大坝水平位移观测资料定性和定量分析的基础上 ,采用拱冠梁法和三维有限元法对金坑水库拱坝的结构性态进行了计算分析。在此基础上 。
This paper studied the observation data of Jinkeng MasonryArch Dam's horizontal displacement qualitatly and quantitatly.Based on it,the dam structure behavior is calculated and analyzed by using crown cantileverload-distribution method and three-dimensional finite element method. By doing so, the safety behavior of the dam is comprehensively analysed and evaluated.
出处
《水电能源科学》
2005年第1期79-82,共4页
Water Resources and Power
关键词
砌石拱坝
结构分析
安全性态
综合评价
masonry arch dam
structure analysis
safety behavior
comprehensive appraisement
